PLAN REVIEW FORMS FOR THE 2000 INTERNATIONAL CODES
PLAN REVIEW FORMS FOR THE 2000 INTERNATIONAL CODES
PLAN REVIEW FORMS FOR THE 2000 INTERNATIONAL CODES
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PROJECT<br />
<strong>PLAN</strong> <strong>REVIEW</strong> NO.<br />
STRUCTURAL DESIGN<br />
<strong>2000</strong> International Building Code<br />
SIMPLIFIED WIND LOADS 1609.6<br />
Wind Speed (Figure 1609)<br />
Importance Factor (Table 1604.5)<br />
Exposure Category (A,B,C,D)<br />
1609.4<br />
REQ’D<br />
SHOWN<br />
Table 1609.6.2.1(2)<br />
Components & Cladding Loads<br />
Location Effective Wind Area Required Shown<br />
1 % & % &<br />
Mean Roof Height<br />
# 60 ft,<br />
Adjustment for Height and Exposure<br />
1609.6.2.1.1(4)<br />
Protection of Openings in<br />
Windborne Debris Region 1609.1.4<br />
Openings # 30' Large Missile Test<br />
Openings > 30' Small Missile Test<br />
G OK<br />
G OK<br />
2<br />
Does the Building Qualify as a simple<br />
diaphragm building 1609.2<br />
Edge Strip a & End Zone 2a, 1609.6.3<br />
3<br />
MWFRS Loads for Simple Diaphragm<br />
Buildings Table 1609.6.2.1(1) 1<br />
End Zones<br />
Horizontal Loads<br />
Wall<br />
Roof<br />
4<br />
Vertical Loads<br />
Windward<br />
Roof<br />
Leeward<br />
Roof<br />
Windward<br />
Overhang<br />
5<br />
Interior Zones<br />
Horizontal Loads<br />
Wall<br />
Roof<br />
Vertical Loads<br />
Maximum Horizontal Wall Loads<br />
Windward<br />
Roof<br />
Windward<br />
Overhang<br />
1E<br />
4E<br />
1<br />
STRUCTURAL DESIGN<br />
4<br />
<strong>2000</strong>Plan Review Forms<br />
Page 16 of 60
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